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Cold formed Member design to EN 1993-1-3

Many STAAD users in Singapore and Malaysia have requested to implement the cold formed member design to EN 1993-1-3. We have lost some prospects to competitors because of the absence of this code in STAAD.Pro. This may be a feature that is request...
about 3 years ago in STAAD.Pro 3 Future consideration

Request to keep beta angle 0

Sometimes, a member requires the assignment of a Beta Angle for a particular member, but after some iterations, it might not be needed. In the Beta Angle assignment tab, when someone defines a Beta Angle, it exists—but Beta Angle 0 is removed. In ...
2 months ago in STAAD.Pro 2 Already exists

Add possibility to include B1 factor in Code checking Parameters with AISC 360 First Order Method

As per actual possibility provided by AISC 360, it is possible to perform design with Direct Analysis Method but also Effective Length Method and First Order method. In some case it is useful to do analysis with First order method (Dynamic Seismic...
7 months ago in STAAD.Pro 0 Needs review

TO ADD DOUBLE ANGLE FRONT TO FRONT SECTION IN DATABASE

WHILE CREATING A LATTICE FRAME WE NEED TO OPT FOR TWO ANGLES APART FRONT TO FRONT, BUT AS OFF NOW STAAD ONLY PROVIDES DOUBLE ANGLE WITH BACK TO BACK CONFIGURATION AND NOT FRONT TO FRONT, THUS IT IS REQUESTED TO ADD UP DOUBLE ANGLE SECTION WITH FRO...
7 months ago in STAAD.Pro 0 Needs review

implement the GFRP design of members as per ACI 440-1R-15.

The FRP rebar is future of replacement for mild steel rebar. it is most useful for design of member like beam, column, slab and foundation. in the infrastructure project it is mostly used. This is very useful for the future.
2 months ago in STAAD Concrete 0 Needs review

SOLIDITY RATIO IN STEEL STRUCTURE

Automation of solidity ratio of steel structure for calculating wing load shall be done. It is very time-consuming process for every structure design.
about 2 years ago in STAAD.Pro 7 Already exists

Applied Load on beams

From 22years using Staad Pro, I propose to update the way to applied a load on beams as It's possible for nodes. In the case of nodes, We can do like this in one line: Joint Load 10 FX 10 FY -22 FZ 33 I propose You to update the syntax of applying...
5 months ago in STAAD.Pro 0 Needs review

Builtup section modeled in SHAPE EDITOR converts it into a SLENDER section

Star section or similar section modeled in Shape editor converts it into a SLENDER section and so staad does not design such sections for moment. Numerous times we use such builtup sections, it would be helpful if staad does design for these secti...
3 months ago in STAAD.Pro 2 Needs review

Auto load combination for IS 802 part 4

It will be better is auto load combination for following IS codes, IS 802 Part 1/Sec1 2015 - Clause 13 - For Transmission tower Design IS 802 Part 4 2023 - Clause 13 - For latticed switchyard structure Design As of now only design code of IS 802 i...
8 months ago in STAAD.Pro 0 Needs review

Possibility of Importing latest etabs file in RCDC

Currently we cannot import Etabs latest version files in RCDC. Creating a .accdb file takes a lot of time. So this capability is essential
over 1 year ago in STAAD Concrete 0 Needs review